Summary for Test 2026-05-28-1-2

Test performed: AASHTO T30-19

Project Information

Project IdentifiersProject ID: 1000997
DEA: 010J2104
EFIS: 0118000190
DIST-CO-RTE-PM01-DN-101-R2.6/23.9
Award Date06/06/2025
Closeout DateNot set
Work DescriptionRHMA, HMA, AND COLD PLANE ASPHALT CONCRETE PAVEMENT.
Location DescriptionDEL NORTE COUNTY IN AND NEAR KLAMATH FROM 1.2 MILES SOUTH OF KLAMATH RIVER OVERFLOW TO 1.1 MILE NORTH OF HAMILTON ROAD
QA Service Level1 (Verified on 03/21/2025)

Sample Information

Sample Taken Date05/28/2026 Sample Unique Key1
Date that the sample was received by the laboratory/organization performing the testing05/28/2026 Sample typeQuality Assurance
A brief description of the sample1/2" HMA-A PG 64-16 The quantity of what the sample constitutes4 boxes
From where was the sample collectedManufacturer First name of sampler or witnessed byjason
Last name of sampler or witnessed byhuett Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameMercer Fraser A
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeHot Mix Asphalt HMA TypeType A HMA
HMA Grading1/2 inch Lot number
Sublot number HMA Mix NumberL260342
Binder content (%)5.3 Virgin binder PG PG 64-16
Design binder PG PG 64-16 Binder SupplierWestern Emulsion White City, OR
RAP content (%)0 WMA AdditivesYes
Antistrip type

Test Details

DIME Sample ID: 2026-05-28-1
DIME Test ID: 2026-05-28-1-2
Testing Lab: CT D01 - District 1 Materials Laboratory
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2026-05-29

Test Results


Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: Yes
Input Type: Calculated
Tester's full name: Jamie Kelley
Date of test: 05/29/2026
Cumulative Percent Passing
1000 %
100 %
100 %
100 %
88 %
73 %
48 %
36 %
28 %
21 %
15 %
9 %
5.4 %
General comments (publicly viewable) (Max 1000 characters): 1/2" Sieve out of specification

Test was verified on 5/29/2026 ✔